모형실험을 통한 고정 및 이동하중 재하 방법에 따른 노반 변형거동 비교

목차 (Table of Contents)

• Abstract
• 초록
• 1. 서론
• 2. 이동하중에 의한 지반내 거동
• 3. 실험결과
• 4. 결론
• 참고문헌

참고문헌 (Reference)

1 E. Tutumluer, "Stress Rotations Due to Moving Wheel Loads and Their Effects on Pavement Materials Characterization" 2005

2 R.K.S. Wong, "Sand Shear by Stresses with Cycli Variations in Direction" 36 (36): 215-226, 1986

3 B. Shackel, "Repeated Loading of Soils" 5 (5): 22-49, 1973

4 C.Y. Choi, "Prediction of Plastic settlement for railway roadbed under Moving single Wheel Load" University of Incheon 2008

5 D.M. Wood, "Laboratory Investigations of the Behavior of Soils under Cyclic Loading: A Review. Soil Mechanics-Transient and Cycle Loads" John Wiley and Sons Inc 513-582, 1982

6 R.H. Ledbetter, "General deformation(elastic and inelastic) and stress distribution theory in soils" Soils and Pavements Laboratory, US Army Engineer Waterways Experiment Station 117-, 1977

7 S. Momoya, "Deformation characteristics of Railway Roadbed and Subgrade under Moving Wheel Load" 45 (45): 99-118, 2005

8 J.W. Pappin, "Characteristics of granular material for pavement analysis" University of Nottingham 1979

9 S.K. Hwang, "Characteristics of Displacement of the Reinforced Roadbed Material with Cycle loading" 5 (5): 83-89, 2002

10 C.L. Monismith, "A Permanent Deformation Characteristics of Subgrade Soils due to Repeated Loading" TRB (537) : 1-17, 1975

11 S.F. Brown, "25year's experience with the pilot-scale Nottingham Pavement Test Facility" 1999